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E C H O O F I N P U T D A T A

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Project han2 (H=11.58, SECTION c-c, BH-2)

soil 1 FILL(N=8/30)

2.3 1.8 0.8 0.0 25 1600 -1

2 SANDY GRAVEL(N=21/30)

6.0 1.8 0.8 0.0 31 2378 -1

3 Wearthered Soil(N=25/30)

6.5 1.8 0.8 0.0 32 2553 -1

4 Soft Rock

15.0 2.1 1.1 2.0 37 3090



vwall 1 7.00 345.42E-4 0.00039728 2.1E7 1.0 1.0

2 14.08 83.36E-4 0.000133 2.1E7 1.6 0.6 0.2



anchor 1 1.11 3.9484E-4 40 8.0 1.6 12

2 3.41 3.9484E-4 40 6.5 1.6 16

3 5.71 3.9484E-4 40 5.5 1.6 24

4 8.01 3.9484E-4 40 4.5 1.6 28

5 10.31 3.9484E-4 40 4.0 1.6 32



slab 1 10.60 0.98 10

2 7.30 0.20 10

3 5.00 0.20 10

4 1.00 0.20 10



wall 1 10.60 11.58 0.50 0

2 7.30 10.60 0.50 0

3 5.00 7.30 0.50 0

4 1.00 5.00 0.50 0

5 0.00 1.00 0.50 0



division 0.2



step 1 excavation to 1.61

iteration 20 0.1

rankine 1.0 0.0 50

surchage 2.0

gwl 2.5 2.5 1.0

excavation 1.61

output 0



step 2 excavation to 3.91 anchor 1

const anchor 1

gwl 2.50 3.91 1.0

excavation 3.91



step 3 excavation to 6.21 anchor 2

const anchor 2

gwl 4.98 6.21 1.0

excavation 6.21



step 4 excavation to 8.51 anchor 3

const anchor 3

gwl 6.50 8.51 1.0

excavation 8.51



step 5 excavation to 10.81 anchor 4

const anchor 4

gwl 6.50 10.81 1.0

excavation 10.81



step 6 excavation to 11.58 anchor 5

const anchor 5

gwl 6.50 11.58 1.0

excavation 11.58

insertion check

ground settlement



step 7 wall 1 ; slab 1

const wall 1

const slab 1



step 8 slab at 10.60 and 7.30 remove anchor 4,5

remove anchor 5

remove anchor 4



step 9 slab at 10.60 and 7.30

const slab 2

const wall 2

gwl 6.5 11.58 1.0



step 10 slab at 7.30 and 5.0 remove anchor 3

remove anchor 3



step 11 slab at 7.30 and 5.00

const slab 3

const wall 3

gwl 4.98 11.58 1.0



step 12 slab at 5.00 and 0.0 remove anchor 1,2

remove anchor 2

remove anchor 1



step 13 slab at 5.0 and 0.0

const slab 4

const wall 4

const wall 5

gwl 2.0 11.58 1.0



step 14 long term check

rankine 0.5 0.5

const wall 5



end

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